RRCP1_Pre-Ad_Plans.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Western Federal Lands Highway Division

Director, Project Delivery, INDEX TO SHEETS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

LENGTH 0.3 MILES

AK FS CNF 1015(1)

CAMPGROUND ACCESS PHASE 1

RUSSIAN RIVER

SCALE IN MILES

0 2 4 62 1

CEAN

OCITCRA

i r e B n g ea S

PACIFIC OCEAN

Gulf of A la k a s

Dillingham

Bethel ANCHORAGE

Homer

King Salmon

Kodiak

Valdez

Tok YUKON

WHITEHORSE

JUNEAU

Unalaska

Kotzebue

Nome

FAIRBANKS

Barrow

S

IB

E R

IA

C A

N A

D A

U N I T

E D S

T A

T E S

BC

PARK

NATIONAL

DENALI

NAT'L PARK

ST. ELIAS

WRANGELL-

NAT'L PARK

LAKE CLARK

N.P.

FJORDS

KENAI

NAT'L PARK

THE ARCTIC

GATES OF

N.P.

VALLEY

KOBUK

PRESERVE

KATMAI N.P.

NAT'L PARK

GLACIER BAY

ALASKA KEY MAP

k u

Y o n

R

UNI

TE

D

STATE

S

RUSS

IA

N

LAKE

RUSSIAN

UPPER

LAKE

COOPER

KENAI LAKE

LAKE

GRANT

TRAIL LAKE

UPPER

K E

N A I N

A T

IO

N A

L

M O

O S

E

R

A N

G E

B

O U

N D

A R

Y

F O R E S T

N A T I O N A L

C H U G A C H

LAKE

TROUT

LAKE

JUNEAU

LAKE

CARTER

Scenic Byw ay

Highway

Sterling Hig hway

KENAI

RIVER

Island

Porcupine

Lakeview

Mountain

Sleeping Sister

Adair

Mount

Lake

Vogt

St er lin g

LAKE

KENAI

Mile 40 Pit

Mountain

Wrong

Rock Source

See Sheet A.3 for Vicinity Map

PROJECT LOCATION

Sew ard Highw ay

Airport

Quartz Creek

ALASKA

KENAI PENINSULA BOROUGH

CHUGACH NATIONAL FOREST

R. JOHNSON

e (max)

V

ADT (2035)

ADT (2015)

0.060

20 MPH

<400

<400

Paving and grading

NOT FOR CONSTRUCTION

PRELIMINARY

J. ROADSIDE DEVELOPMENT

I. PERMANENT TRAFFIC CONTROL PLAN

H. TEMPORARY TRAFFIC CONTROL PLAN

G. DRAINAGE

F. EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

J.4

J.2-3

J.1

I.7-9

I.2-6

I.1

H.2-4

H.1

G.1

F.7-8

F.2-6

F.1

E.2-3

E.1

D.7-8

D.2-6

D.1

C.2-3

C.1

B.1-2

A.3

A.2

A.1

A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k f-c n r f1 a a .d g n

AK FS CNF 1015(1)

u g u s t

S L

A N I N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b y

CONCRETE WHEELSTOP DETAIL

CONTACT STATION DETAILS

QUANTITIES

TABULATION OF ROADSIDE DEVELOPMENT

DRAWINGS

PERMANENT TRAFFIC CONTROL STANDARD

SIGNING AND PAVEMENT MARKING PLAN

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

DRAWINGS

TEMPORARY TRAFFIC CONTROL STANDARD

TABULATION OF TEMPORARY TRAFFIC CONTROL

RESERVED

EROSION CONTROL STANDARD DETAILS

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

PLAN AND PROFILE

TABULATION OF PATH AND PARKING AREA

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL CROSS SECTIONS

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

70% REVIEW

PRELIM

IN

ARY

Not for

C on str uc tio n

RESURREC

T I O

N

Quartz Creek

Landing Strip

16 Miles t o rock res ources

H a n n is fo rd D r.

d

R yrre b e n a

B

.t

C sll a F niwT yaW ta l ko

T

Upper Trails Ct.

VICINITY MAP

SCALE IN MILES

N

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n r f1 a c .d g n

AK FS CNF 1015(1)

P

J u ly

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

0 1 21

Cooper Landing

Moose Pass

Area

Wildlife Viewing

Guard Station Broadview

K

EN

AI

LA

K E

SCALE IN MILES

PHASE 1

RUSSIAN RIVER CAMPGROUND

AK FS CNF 1015(1)

IANEK

REVI

R

END PROJECT

PHASE 1

RUSSIAN RIVER CAMPGROUND

AK FS CNF 1015(1)

BEGIN PROJECT

Sterling Highway

Bend

Schooner y awh gi H dr awe

S ya wy

B cin ec S

Distance from Project to Rock Source is approximately 16 miles.

1 4

ROCK SOURCE

Mountain

Right

INTERSTATE

Moose Pass

Mountain

Wrong

Trail

Carter Lake ya wh gi H dr a we S

Scenic Byway

Lake

Tern

Channel

Fish

Creek

Daves

Cresent Creek

Creek Trail

Cresent

Cresent Lake

STE

RLI

NG

H

IG

H W

A Y

Quartz Creek

HIGHWAY

STERLING

S S

A P Bean Creek

Creek Trail

Bean

KENAI RIVER

FS Weather Station

Creek

Quartz

O Line

I Line

L Line P Line

E Line

To Sterling, AK

30 Miles

To S ew ard, A K

34 M iles

EL. 4400

Mountain

Cecil Rhode

PRELIM

IN

ARY

Not for

C on str uc

NO SCALE

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Aggregate base course

Red top in survey notes Point available to cover safety edge Pull aggregate base

30°

Tack coat (between pavement lifts) Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5'

0.25D

D

1:4

Va ria ble

FOOTNOTE:

Contractor Staking Report.

Construct slopes as shown on the cross sections and in the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

Lane Lane Lane

Varies 0.5'-4'0.5'

ShoulderShoulder

1:4 1:4

Va ria ble

C le a r in g l im it stimil tnemhsilbatse frut

5'

Min.

C le a r in g l im it

Va ria ble

5'

Tu rf es tab lis hmen t

Min.

See Safety Edge Detail (typ.)

TYPICAL SECTION A

2% Crown

LC

12" Select borrow Unclassified borrow

Lane Lane

0.5'

ShoulderShoulder

1:4 1:4

LC

2% 2%

C le a r in g l im it

Va ria ble

5'

Tu rf es tab lis hmen t

Min.

Unclassified borrow

Va ria ble

C le a r in g l im it stimil tnemhsilbatse frut

5'

Min.

Varies 0'-10'

0.5'-3.5' Varies

12" Select borrow

TYPICAL SECTION B

E Line: 10+00 to 13+10.50

O Line: 10+00 to 16+66.79

See Safety Edge Detail (typ.)

Varies 10'-16' Varies 10'-16'

Varies 0-10'Varies 5'-10'

8" Roadway aggregate, method 2

8" Roadway aggregate, method 2

4" Asphalt concrete pavement, type 1

4" Asphalt concrete pavement, type 1

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

5'10'

Slope stake

0.25D

D

Existing ground

C.2

STATE PROJECT

NUMBER

SHEET

AK

FS CNF 1015(1)

u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 c b .d g n

C h e c k e d b y

D e s ig n e d b y

I Line: 10+00 to 19+00

O Line: 16+66.79 to 22+46.29

[2]

[1]

[2]

[2]

[2]

[2]

[2]

[2]

[1] [1]

[1]

PRELIM

IN

ARY

Not for

C on str uc

NO SCALE

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Aggregate base course

Red top in survey notes Point available to cover safety edge Pull aggregate base

30°

Tack coat (between pavement lifts) Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5'

0.25D

D

1:4

Va ria ble

FOOTNOTE:

Contractor Staking Report.

Construct slopes as shown on the cross sections and in the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

TYPICAL SECTION C

TYPICAL SECTION D

Path Path

1:4 1:4

LC

1.5% 1.5%

2' 2'

C le a r in g l im it

Va ria ble

5'

Tu rf es tab lis hmen t

Min.

Unclassified borrow

Va ria ble

C le a r in g l im it stimil tnemhsilbatse frut

5'

Min.

Lane Lane

1:4 1:4

2% Crown

LC

10'Varies 4'-20'

Parking Area

10' Varies 0.5'-101'

Parking Area

See Safety Edge Detail (typ.)

12" Select borrow

C le a r in g l im it

Va ria ble

5'

Tu rf es tab lis hmen t

Min.

Unclassified borrow

Va ria ble

C le a r in g l im it stimil tnemhsilbatse frut

5'

Min.

P Line: 10+00 to 14+76.79

12" Select borrow

8" Roadway aggregate, method 2

6" Roadway aggregate, method 2

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

5'10'

Slope stake

0.25D

D

4" Asphalt concrete pavement, type 1

Existing ground

C.3

STATE PROJECT

NUMBER

SHEET

AK

FS CNF 1015(1)

u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 c c .d g n

C h e c k e d b y

D e s ig n e d b y

L Line: 10+00 to 15+00

[1]

[2]

[2]

[2]

[2]

[2]

[2]

[1]

PRELIM

IN

ARY

Not for

C on str uc

BEGIN PROJECT

EL=389.61

E=1651708.44

N=2368397.88

D

R= 150.00'

T= 60.73'

L= 115.41'

Curve= OLINE-1

Line to be constructed

Profile grade

Existing ground

CP

CP

CP

N

10+00.00

O LINE

AK FS CNF 1015(1)

D

R= 300.00'

T= 104.05'

L= 200.31'

Curve= OLINE-2

E

NIL I

Roadway obliterationRoadway obliteration

R = 50'

R = 50'

R = 50'

R = 30'

4.D teeh S e e S e= 5.4% e = 4.2%

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale)

Existing Roadway Saw cut pavement

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale) pavement structurefor

See sheets C.2 and C.3 reset gate

Remove and

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

16+0014+0013+0011+0010+00

385 385

400 400

405 405

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 fb .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

12+00 15+00

Roadway obliteration

E

NI

L E

6.

D t e e h S e e

S

PC

.4

P O T .0

P C .7

P T

.1

P C

.3

K = 21

20' VC

-0.4000%

50' VC

K = 45

.5

.2

-1.3494%

.6

.1

50' VC

K = 29

SSD = 655'

+0.7127%

PRELIM

IN

ARY

Not for

C on str uc

395395

EL=392.23

E=1650525.77

N=2367735.21

D

R= 180.00'

T= 91.36'

L= 169.08'

Curve= OLINE-3

D

R= 200.00'

T= 63.01'

L= 122.09'

Curve= OLINE-4

CP

CP

CP

CP

Line to be constructed

END PROJECT

Profile grade

Existing ground

N

22+46.29

O LINE

AK FS CNF 1015(1)

D

R= 300.00'

T= 104.05'

L= 200.31'

Curve= OLINE-2 e = 4.2% e= 5.0% e= 4.8%

R = 45'

R = 46'

R = 5'

R = 5'

Remove contact station e niL

P e ni

L L eniL I 3.E teehS eeS

See Sheets J.2 and J.3

Install contact station

CUYD

EXC.

CUYD

EMB.

25+0023+0022+0020+0019+0017+0016+00

D.3

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 fc .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

18+00 21+00 24+00

Slope stake limitsSlope stake limits

3.

E te e h

S e e

S

2.

E t e e h S e e

S

UP

UPT

EM

C

M P

C M

P

P T

.6

P C

.1

P T

.2

P C

.5

P T

.6

P O

T

.2

-1.2292%

40' VC

K = 20

-3.2577%

.4

SSD = 1115'

K = 20

20' VC

50' VC

K = 13

SSD = 308'

.5

-2.2814%+1.533 9%

.9

K = 20

50' VC

.4

-1.0000%

.1

PRELIM

IN

ARY

Not for

C on str uc

BEGIN PROJECT

EL=390.88

E=1650898.92

N=2368598.33

Profile grade

Existing ground

N

Line to be constructed

D

R= 100.00'

T= 96.18'

L= 153.19'

Curve= ILINE-1

CP

CP

CP

10+00.00

I Line

AK FS CNF 1015(1)

R = 50'

R = 50'

R = 5'

R = 5'

Roadway obliteration

Roadway obliteration

Roadway obliteration e ni L

P 3.

E t e e h S e e

S e= 6.0%

Remove gate

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

14+0013+0011+0010+00

380 380

395 395

D.4

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 fd .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

12+00 15+00

POT 10+00.0010

PC 11+20.69

P T

.8

.8

.0

+0.4798% -2.9868%

25' VC

K = 7

SSD = 324'

.7

-0.4551%

45' VC

K = 18

.4

60' VC

K = 17

.4

+3.0

+0.9990%

25' VC

K = 12

SSD = 552'

PRELIM

IN

ARY

Not for

C on str uc

EL=398.34

E=1651151.79

N=2368087.51

D

R= 100.00'

T= 1,161.54'

L= 296.98'

Curve= ILINE-2

CP

END PROJECT

N

Line to be constructed

Profile grade

Existing ground

19+00.00 = O LINE 17+00.33

I LINE

AK FS CNF 1015(1)

Roadway obliteration e ni

L E

6.

D t e e h S e e

S e ni

L O

2.

D t e e h

S e e S e= 6.0%

Roadway obliteration

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

19.0017+0016+00

D.5

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 fe .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

15+00 18+00

C P

C P

C P

PC 15+69.48

PT 18+66.46

POT 19+00.00

.0

+0.9990%

25' VC

K = 13

SSD = 552'

-1.0000%

.4

PRELIM

IN

ARY

Not for

C on str uc

BEGIN PROJECT

EL=396.32

E=1651206.71

N=2368289.46

END PROJECT

CP

CP

Line to be constructed

EL=398.90

E=1651444.02

N=23681133.50

Profile grade

Existing ground N

Curve= ELINE-1

D

R= 100.00'

T= 38.29'

L= 73.13'

Roadway obliteration

Roadway obliteration

10+00.00 = O LINE 13+92.29

E LINE

AK FS CNF 1015(1)

13+10.50 = I LINE 15+50.46

E LINE

AK FS CNF 1015(1)

R = 50'

R = 30' e= 2.0%

Remove gateRemove gate e ni

L O

2.

D t e e h S e e

S

4.

D t e e h

S e e S e ni

L I

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

13+0011+0010+00

D.6

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 ff .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

12+00

P O T

.0

P C

.8

P T

.9

P O

T

.5

.9

.4

-2.0002%

60' VC

K = 17 1

.9

+1.437 8%

.8

-2.5581%

.6

-1.8864%

-1.1599%

.3

30' VC

K = 8

SSD = 285'

PRELIM

IN

ARY

Not for

C on str uc

BEGIN PROJECT

EL=391.84

E=1650841.70

N=2368366.62

END PROJECT

EL=394.72

E=1650717.85

N=2367904.50

D

R= 100.00' T= 35.58'

L= 68.36'

Curve= LLINE-1

Line to be constructed

N

Profile grade

Existing ground

15+00.00

L LINE

AK FS CNF 1015(1)

R = 46'

R = 45'

R = 30'

R = 20'

R = 20'

R = 20'

R = 20'

R = 20' R = 130'

R = 20'

R = 20'

10+00.00 = O LINE 21+86.28

L LINE

AK FS CNF 1015(1)

Roadway obliteration e= 2.0% e ni

L O

3.

D t e e h S e e

S

Slope stake limits

Slope stake limits

CUYD

EXC.

CUYD

EMB.

15+0014+0012+0011+00

E.2

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 g e .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

10+00 13+00

C P

C P

C P

P O

T

.0

P C

.7

P T

.1

P O

T

.0

.7

.6

-1.9993%

-0.4000%

30' VC

K = 19

.8

4PRELIM

IN

ARY

Not for

C on str uc

BEGIN PROJECT

EL=393.86

E=1650978.17

N=2368350.03

END PROJECT

EL=397.48

E=1650820.43

N=2367943.88

Curve= PLINE-1

D

R= 20.00'

T= 14.88'

L= 25.59'

Curve= PLINE-2

D

R= 50.00'

T= 16.56'

L= 31.99'

Curve= PLINE-3

D

R= 100.00'

T= 20.61'

L= 40.66'

Curve= PLINE-4

R= 100.00'

T= 69.02'

L= 120.82'

D

Curve= PLINE-5

D

R= 50.00'

T= 17.20'

L= 33.13'

Profile grade

Existing ground

N

P T

.8

P C

.2

R = 5'R = 5'

R = 5'

R = 5'

10+00.00 = O LINE 20+77.56

P LINE

AK FS CNF 1015(1)

14+76.79 = I LINE 13+14.08

P LINE

AK FS CNF 1015(1)

e ni

L O

3.

D t e e h S e e

S e ni

L I

4.

D t e e h S e e

S

Slope stake limitsSlope stake limits

CUYD

EXC.

CUYD

EMB.

15+0014+0012+0011+00

E.3

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 g f.

d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

10+00 13+00

P O

T

.0

P C

.8

P T

.4

P C

.3

P T

.3

P C

.2

P T

.8

P C

.6

P T .4

P C .8

P

T

.9

P O

T

.7

.4

.0

-3.5288%

-0.8000%

30' VC

K = 11

.3

40' VC

K = 11

.1

+2.7

-3.6188%

.8

20' VC

K = 3

SSD = 179'

PRELIM

IN

ARY

Not for

C on str uc

ENTRY STATION ARCH

J.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 q b .d g n

AK FS CNF 1015(1)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not for

C on str uc

J.3

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k f-c n f1 q c .d g n

AK FS CNF 1015(1)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

PLAN

STATION FOUNDATION

PRELIM

IN

ARY

Not for

C on str uc

NOT TO SCALE

2'' R

1 '' R

1 14''

2''

4''

''8

1 14''4

''2

1 18''

'' Sealant

1'' Grout within 1'' of ends of wheelstop

1'-0''1'-0''

7'-8''

'-8

6'' Minimum

7'-8''

1/2 standards.

the approval of the CO to meet manufacturer's

Variations in wheelstops will be allowed with2.

1.

to stall lines.

Center wheelstops between and perpendicular

NOTES:

See Subsection 609.08

#4 Reinforcing steel. Extend to

WHEELSTOP

CONCRETE

J.4

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a r y m y fi le s p w p r o d u c ti o n d a k f-c n f1 q d .d g n

AK FS CNF 1015(1)

u g u s t

C h e c k e d b y

D e s ig n e d b y

SECTION A-A

A

A Formed holes for pins

ANGULAR PARKING

pavement

Edge of

Edge of pavement

HEAD-ON PARKING

V a r.

WHEELSTOP

Stall lines

Stall lines obstructions as directed by the CO.

Increase distance for walls or other

Existing surface

PRELIM

IN

ARY

Not for

C on str uc